HomeMy WebLinkAboutPAW P-PLAT 1 /4 PRELIMINARY PLAT FOR = o R
PAW SUBDIVISION - � N
35 36 � ZFUJ ;
LOCATED IN THE SE 1/4 OF THE SE1/4 OF ._
z
SECTION 35 T.4N., R.1W., B.M. 4) Z I
MERIDIAN, ADA COUNTY, IDAHO a)
2025 a
'OIA
= Z o
NOTES W
00 w
UNPLATED rn ' 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. - I I W
z
2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE I I I �� C3 n
FLOODWAY CROSSES THE SOUTHWEST CORNER OF LOT 12, BLOCK 3. NO 1 I Z Uj co
S89031'02"E 344.93' -- ' b'
� III 5.0I DEVELOPMENT WITHIN THE FEMA FLOOD PLAIN IS PROPOSED. REFERENCE FIRM � � o
132' 81 ;, ♦m4g ;� 2s' ,24,56„ PANEL 16001 CO143J REVISED JUNE 19, 2020. w J
J I� III I \ � 0
N O N IZ N ® W 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, - w
1 ,948 386 N n 1'I ll! I I STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET
p CA b I0 _ I01
ll I ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT ' WATERSONG
z o N lil I EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 \ SUBDIVISION ' NAL
O O O -- - -- - Z - I (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE \ F.c'c'\O FNGj
N z 0 LOCK 1 Z 07 , i iii \
m SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND - o� � srFR� '1F�
z 5,657 2,506 IL Ili I I LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A - - \ a� N oo
BRIDGETOWER�PROJECT__: DPI �Rmu
N 02 03 4 I(n 1 PUBLIC STREET. CROSSING / `
1,781 1,420 2,492 2,492 1,420 1,420 1,420 1,420 1,790 �I I -
81 1 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE SUBDIVISION S' WOODBURN WEST A -
1� ;l APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE I I O
\ I SUBDIVISION of
L-Oro I OF THE BUILDING PERMIT. ��
A.
50' 25' 20' 24' 24' 20' 20' 20' 20' 25' 14' II II. 1
EI wr
5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH
W. CROSSWIND ST li I LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF - I \ CHECKED BY:
W. CROSSWIND ST. I Iw lii I I THE NAMPA MERIDIAN IRRIGATION DISTRICT. WINDSONG II' DAVID A. BAILEY P.E.
c>oll SUBDIVISION
I \� 1 DRAWN BY:
I III DAB/DES
IIIO�II I 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE I W
------------------------------ PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. _
II z
------� -------------- - - - II
-------------------- 11 I \ I
30' 20' 20' 20' 20' 33' & 'I 7. ALL COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION
II
HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. _ _ _ -_ _
BLOC 3 Z P ' D I - W US CK RD. n
� ; I CLOSE EXISTING LINDER ENTRANCE 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO O�
UILDI G C P I i011 DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. - - - - - �� \ I �' _
TUMBLE CREEK v 0
CIO 6 5 4 3 2 1 `° - MEMAINS BLOCK 3 II I I 9. LOTS 8-13 BLOCK 3 SHALL HAVE BUILDING FIRE SPRINKLERS INSTALLED IN SUBDIVISION SZ
2,595 1,720 1,720 1,720 1,720 3,004 °0 P O BLD '' I ALL BUILDINGS CONSTRUCTED ON THESE LOTS. - Sao-
Curve Curve Table z m
r---� r---� r---� r--- ----� r---� Z�NE IC F 20 21 F 'I ii'
�l \ \ _
LLI -- IL \ \ \\
Curve # Radius Length Chord Bearing Delta - r 16,142 I I 10. DIRECT ACCESS TO N CINDER RD AND W USTICK RD S PROHIBITED I I
H I 11 -�-�� I- L P-�� --"� --__� �6•. -J II III
C1 50.00 9.06 9.05 N05'40 21 E 10'22 46 c, gl
(r "
C5 27.00 42.30 38.11 S44'37'59"E 89'46'05" 20' 20' 20' 20' 20' 21' Z io PATIO
O
Z 10 _ W HOMESTAKE LN Common Lots
C6 15.00 8.44 8.33 S16'35 54 W 32'13 51 63' _ s5' 4 '
C7 15.00 23.56 21.21 S44'3102E 90'0000 441 CN
(PRP)VATE) 13 GRASS o LI_I iii Lot Area Type ` I I
mf I I 0 I iii
� :H4
C8 39.00 61.10 55.04 S44'37'59"E 89'46'05" p EVy I ZO E j Z III BLOCK 1 Lot 1 OPEN 5657 DRAINAGE
' " ' " $, I I i l J I it
BLOCK 1 Lot 5 1948 PRIVATE DRIVE J II \
C9 15.00 10.93 10.69 S20.3734 E 41.4516 NI ;- � ��.--� -�� --� �r-��
C10 15.00 8.60 8.48 S16'40'07"W 32'S0'07" �II� 1 1 P P11 P `' z I III BLOCK 2 Lot 7 OPEN 2506 ARTERIAL BUFFER
C6 8 ---- ---- - --� -- - - I III
N III 2,761 M �fll Qp BLOCK 2 Lot 8 3386 PRIVATE DRIVE
C11 15.00 14.90 14.29 S61'32 35 W 56'S4 49 O I�p I . P _ �
z II I 30 29 28 - 27 26 ' 25 75 � III I I III BLOCK 2 Lot 9: OPEN 917 OPEN SPACE
I I
I II l \
C12 15.00 12.70 12.32 S65'45'06"E 48'29'48" pp 1 I ^ I fl l Pr) III \2,008 1,620 1,620 1,620 1,620 2,006 1
C13 15.00 14.72 14.13 N61'53'36"W 56*12'49" Z BLO 3 I� a1 I Cfl III BLOCK 3 Lot 7: OPEN 441 COMMON LANDSCAPE I `\
n1 N III ,' 1 -
p N II h BUILD G E 20 A • pI I I BLOCK 3 Lot 14 OPEN 4958 COMMON LANDSCAPE
C14 15.00 8.91 8.78 N16.45'56"W 34'02'30" z II- I� P P P P P III I 11
O 9 -- < 2,690 I �°� 1 1 �1q BLOCK 3 Lot 15 OPEN 6683 COMMON LANDSCAPE VICINITY MAP
C15 15.00 8.72 8.60 N16'55'04"E 33'19'31" N M 2,4801 1 < nI I >
p u 1.. D Im 25' o o' 20 0 0 0' 20 0 0 25' D 70' �p ni 1 I i �; BLOCK 3 Lot 16 OPEN 17871 ARTERIAL BUFFER 1 = 500
C16 15.00 14.90 14.29 N62'01'54"E 56'54'09" II J 1 m 0:��/ I I BLOCK 3 Lot 18 OPEN 1604 COMMON LANDSCAPE
I 1 II
C17 15.00 14.75 14.16 S61'21'18"E 56.19'26" 1 v r- P �F- �� P 1d'1ni 1
Z --- -__ Q �, I��i 1 i i BLOCK 3 Lot 20 OPEN 2690 COMMON PARKING P LAN SHEET INDEX
C18 15.00 8.76 8.63 S16'28'16"E 33'26'39" I P P F .r O �NII BLOCK 3 Lot 22 OPEN 1495 COMMERCIAL BUFFER
I PLAT LEGEND CL
III 10 I� P 24 P 0 : 111 1 BLOCK 3 Lot 23 25759 ACCESS DRIVE
C19 15.00 12.61 12.24 N23'50'00"W 48'10'38" II O N --- --- W
III I I ✓ a
- P GAZI=IB 9,526 - P N �111 1 I 111 4t 0
C20 15.00 10.89 10.65 N68'43'11"W 41'35'42" n N W � � BLOCK 3 Lot 24 OPEN 9526 COMMON LANDSCAPE PROPOSED FIRE HYDRANT
" , ,. I 60' I P ��- - - �� P °� 0n I Ill SHEET DESCRIPTION z
C21 15.00 23.56 21.21 N45'28'58 E 90'00 00" II - C, o ; I II P P- 1 - PRELIMINARY PLAT SHEET INDEX, STREET LIGHT Q
OO w 1 UI IIIEXISTING CONTOUR Z
25 20 20 20 20 25 iv
C22 15.00 8.44 8.33 N15'3T57"W 32'13'S1 1 . °`�' '° z 19 r � I go, III I �
Q O Q III
' " " I;� 11 -._:e� I �l I VICINITY MAP, NOTES, COMMON LOTS RIGHT-OF-WAY LINE
C23 124.99 2.03 2.03 S73'36 20 E 0'S5 52
III
C24 124.99 71.76 70.77 S56'41'39"E 32'53'31" 2°788 BUIL NG F Im Z ii II iii & STREET DETAILS LOT LINE
-JiII C9 L r14' 31 32 33 34 35 36 --- U pui I� 1 iu GRAVITY IRRIGATION LINE j
°' III PP-2 - PRELIMINARY ENGINEERING W
II z ul III _ EXISTING SEWER LINE m
p 2,005 1,623 1,617 1,623 1,623 2,002 � III J
w PROPOSED SEWER LINE g
---� PRELIMINARY SEWER PROFILES
r-- r---- BLO -3 r-- r-- --- 1 "' PP-4 - ADJACENT PROPERTIES 5 5
12 I "i iii EXISTING WATER LINE w
PP-5 - SURVEY DATA 0
II 2,480 : � °--J x III � Iu I � � PROPOSED WATER LINE �
°� �-- III III 1
II
1 41' �II II 0 I III w w ZO V
C411"d - F
D�,LN III PP- 6 OPEN SPACE EXHIBIT P P PRESSURE IRRIGATION LINE a o
II - _ _ _ 15 1' _ 54' _ II LOII I_P P III Q
II ---- N IP ui I ii1 S° S°co STORM DRAIN LINE N LO
ATE III�111 I III Parcel Table Parcel Table Parcel Table - o 0
I= 13 144' 12' ii N iii ROAD CENTERLINE N
g l
3,296 Lot Area Perimeter Description Lot Area Perimeter Description Lot Area Perimeter Description p r�
II PI PI PI rl PI PI P1 18 n III / N
I I I I I I I I I I W
I 111 III 1 _ ROLLED CURB GUTTER AND SIDEWALK Q I
d3 III BLOCK 1 Lot 1 OPEN 5657 466 DRAINAGE BLOCK 3 Lot 7: OPEN 441 164 COMMON LANDSCAPE BLOCK 3 Lot 27 1620 202 TOWNHOME 1 W o
6'. SO °' 75 BUILDING H 604 II i11 ' III EXISTING EDGE OF PAVEMENT > o
d3 ,,�5 _ �q TE II III I III BLOCK 1 Lot 2 1781 192 TOWNHOME 1 BLOCK 3 Lot 8 2761 209 TOWNHOME 2 BLOCK 3 Lot 28 1620 202 TOWNHOME 1 J W o
`° 17 ° 1 ui i NEW EDGE OF PAVEMENT � Z
BLOCK -�_ 14 EMENT 9,336 BLOCK 3 I �I I iii x BLOCK 1 Lot 3 1420 182 TOWNHOME 1 BLOCK 3 Lot 9 2480 203 TOWNHOME 2 BLOCK 3 Lot 29 1620 202 TOWNHOME 1
rt 6 ���. ' 4,958���, VERTICAL INTEGRATED RESIDENTIAL III III BLOCK 1 Lot 4 2492 207 TOWNHOME 1 BLOCK 3 Lot 10 2788 213 TOWNHOME 2 BLOCK 3 Lot 30 2008 208 TOWNHOME 1 O LOT NUMBER
e > » d,� 11 1 III I
^z55i NO 15 19 E 11 ry� III 11 III BLOCK 1 Lot 5 1948 210 PRIVATE DRIVE BLOCK 3 Lot 11 2788 213 TOWNHOME 2 BLOCK 3 Lot 31 2005 208 TOWNHOME 1 6,5oosf LOT AREA
4 c 43' �' 144' 4' III
ea ,�C\ i I iii BLOCK 2 Lot 1 2492 207 TOWNHOME 1 BLOCK 3 Lot 12 2480 203 TOWNHOME 2 BLOCK 3 Lot 32 1623 202 TOWNHOME 1 BLOCK 7 BLOCK NUMBER
------ II 15 \''�_, I Ili �� �� + BLOCK 2 Lot 2 1420 182 TOWNHOME 1 BLOCK 3 Lot 13 3296 227 TOWNHOME 2 BLOCK 3 Lot 33 1617 202 TOWNHOME 1 FLOW ARROW
n II 6,683 EP 16 �o,� J 'I/ I I I I `0 BLOCK 2 Lot 3 1420 182 TOWNHOME 1 BLOCK 3 Lot 14 OPEN 4958 399 COMMON LANDSCAPE BLOCK 3 Lot 34 1623 202 TOWNHOME 1 W. ASHTON DR. STREET NAME
L161.49' 17,871 ' q I I I I I I I I �� -
n III \ BLOCK 2 Lot 4 1420 182 TOWNHOME 1 BLOCK 3 Lot 15 OPEN 6683 405 COMMON LANDSCAPE BLOCK 3 Lot 35 1623 202 TOWNHOME 1 0
e� .T� ---- --
��t _ - ,�161'
o ----- -- ------ -----__-_-- -- ®� BLOCK 2 Lot 5 1420 182 TOWNHOME 1 BLOCK 3 Lot 16 OPEN 17871 1332 ARTERIAL BUFFER BLOCK 3 Lot 36 2002 208 TOWNHOME 1 0
_ s », ---�- ----3--
- 3- ��_________--__ ___-__-__-------___ �' 8T1-4-45- 297.99 __ 13s.49 --- - / I
- - ------ -'�-- ---- -------- -------------------- -___--=___---_------_-___ _ = � BLOCK 2 Lot 6 1790 192 TOWNHOME 1 BLOCK 3 Lot 17 9336 418 LIVE WORK TOWNHOMES
_ SURVEY LEGEND
BLOCK 2 Lot 7 OPEN 2506 249 ARTERIAL BUFFER BLOCK 3 Lot 18 OPEN 1604 319 COMMON LANDSCAPE
35 S W USTICK RD I BLOCK 2 Lot 8 3386 330 PRIVATE DRIVE BLOCK 3 Lot 19 9270 416 LIVE WORK TOWNHOMES FOUND ALUMINUM CAP
Z We US RD.
1 4 - _ _ _ _ _ _ 35 36 BLOCK 2 Lot 9: OPEN 917 295 OPEN SPACE BLOCK 3 Lot 20 OPEN 2690 220 COMMON PARKING
--� - - - - BLOCK 3 Lot 1 3004 235 TOWNHOME 1 BLOCK 3 Lot 21 16742 561 COMMERCIAL 0 FOUND 5/8" IRON PIN
2 2 1 CALCULATED POINT
� BLOCK 3 Lot 2 1720 212 TOWNHOME 1 BLOCK 3 Lot 22 OPEN 1495 318 COMMERCIAL BUFFER 0
P 26�3J' BLOCK 3 Lot 3 1720 212 TOWNHOME 1 BLOCK 3 Lot 23 25759 2001 ACCESS DRIVE PROPERTY BOUNDARY LINE
P
-------------- ___ _______t s__ BAS BLOCK 3 Lot 4 1720 212 TOWNHOME 1 BLOCK 3 Lot 24 OPEN 9526 987 COMMON LANDSCAPE SECTION LINE o
-_-
______
o -
�__-_---___ BLOCK 3 Lot 5 1720 212 TOWNHOME 1 BLOCK 3 Lot 25 2006 208 TOWNHOME 1
BLOCK 3 Lot 6 2595 232 TOWNHOME 1 BLOCK 3 Lot 26 1620 202 TOWNHOME 1
---------------------
\�\
ADDITIONAL DETAIL
111 I ZONING BREAKDOWN LAND USE SUMMARY
SEWER CITY OF MERIDIAN
WATER CITY OF MERIDIAN
III ZONE AREA BUILDINGS IN ZONE RESIDENTIAL UNITS OVERALL PROJECT DATA 1�1 II
01 SCHOOL DISTRICT WEST ADA
CURVE TABLE iii C-C 3.14ac A, B, C, D, E, F, I 33 UNITS
CURRENT ZONING C-C FIRE DISTRICT MERIDIAN
CURVE # LENGTH RADIUS DELTA BEARING CHORD R-40 1.62ac G, H & DRIVE THRU 12 UNITS PROPOSED ZONING C-C& R-40 e
I III
III IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT
1 111 I TOTAL PARCEL AREA 4.77
I III
C1 73.79' 125.00' 33.49'17" N57.09'35"W 72.72'
TOTALLOTS 49
COMMON LOTS 10 OWNERS o
P/L P/L P/L 18'-0" P/L P/L 24'-0" P/L COMMERCIAL LOTS 1 RAMA GROUP LLC
47'-0" 1580 W CAYUSE CREEK DR
RESIDENTIAL BUILDABLE LOTS 35 MERIDIAN, ID 83646
TOTAL DWELLING UNITS 45 DEVELOPER
-0'5'-0' 16'-6" 16'-6" 5'-0" '-0' 9'-0" CL 9'-0" 12 12 12'-0" PRIVATE DRIVE LOTS 3 BILTMORE COMPANY
RESIDENTIAL GROSS DENSITY 9.4 UNITS/ACRE 1580 W CAYUSE CREEK DR
14'-6" 14'-6" 1' RIBBON CURB VRIBBON CURB 1' RIBBON CURB VRIBBON CURB 40 0 20 40 80 MERIDIAN, ID 83646
ENGINEER e
SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% -� SLOPE 2.00% SLOPE 2.00% SCALE IN FEET
DAVID A. BAILEY, P.E.
1"=40' BAILEY ENGINEERING, INC.
1119 E. STATE ST.,SUITE 210
EAGLE, ID 83616
4" - 3/4" MINUS
4" - 3/4" MINUS 6" - 6" MINUS PIT RUN J10" - 6" MINUS PIT RUN
CONCRETE CRUSHED GRAVEL
CRUSHED GRAVEL SIDEWALK (TYP.) 4" - 3/4" MINUS OPEN SPACE SUMMARY PLANNER/CONTACT DATE:
CRUSHED GRAVEL 2 1 2 ASPHALT KENT BROWN 03-04-2025
2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 2 ASPHALT /
PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENT PAVEMENT COMMON AREA 1.95 ACRES/40.88% KENT BROWN PLANNING SERVICES PROJECT:
3161 E SPRINGWOOD DR C2020-018
47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL ' 24 RIGHT-OF-WAY F-WAY USEABLE OPEN SPACE REQUIRED 0.72 ACRES/15.0/ MERIDIAN, ID 83642
CURB & GUTTER (TYP.) AS PER 18 TYPICAL ACCESS SHEET
TYPICAL STREET SECTION PLANS DRIVE SECTION TYPICAL ACCESS DRIVE SECTION USEABLE OPEN SPACE PROVIDED 0.74 ACRES/15.51% 208-871-6842
NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE Kpp - p�
M
o 0
Q R w
\ %ii I I c
S89031 '02"E 344.93' i 6� � III, S.o�'
6TAlI6N ��T ; PRELIMINARY ENGINEERING PLAN FOR
R
\1 2 NCI I -2A6" I PAW SUBDIVISION '-� z ~ 3
00 000 000000 000 00 00 00 ° ° o 00 °o °o °o o°o 0000J goo 00 00 00 0 00 0°0 0°0° _� I //�♦� Z �
0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0" o 0 0 0 0 0 0 0 0 0 \ III W Z �$
o_ o„ o of o 0 0 0 o N � o 000000 000 00 00,, o0 00„000 0000000000 0 o0 000 00
1,948 s N 3,86 \ ` \\{I 'l �� I I MERIDIAN , ADA COUNTY, IDAHO ERROR a
` �I IIII -
III 1 2025 = C3\ O °PI PI° °PI , I �I � R R° R ° ° PI I \ i�l I C� cv o W z
° ° ° ,° ° , ° +
I w
►� W z
I W Q
O __-J L--__J LJ L J L_--_J LJ L--__ L_--_J LJ \I I
II
o z LOCK 1 7 " I G�
3
I \ I \ III I Z Lu
Lu
\ z m 5,657 I 9 1 I 2,506 m
, \ II I I � � U) v
?� I s v �`� �I\ \� �F III III Z pSo
W o
1,781, 1,420 2,492 s= 2,492 1,420 1,420 1,420 1,4201 1,790 1 v v I ` IEM AI�I E I Z L
� I�I T ' N
9LOF E cov N o
I I V
o �� vI ` jHE SE 1E T ,
\ I
® ®8 L°- 01 E,'I I
----- A \V A �Lo ° o
----- -- 25 �
--- ---- ---- 20 20 20 25-------------
xii I
I 1\
I �S�pNAL FNG
�- W. CROSSWIND ST +�I III I a� e- �'o
iW&OUt w� w w w w w w w wow w I ; J1-I- III
> I N
1 I I It
I/d
- _ _ _ - _ _ - _ I - - =� ,,SSMH A-1 I I �I > I Kl1C� Id
2 od ';; I LEGEND qT P�
SMH � �'�°°' II s s s I s-ems s sIRV �s s Is s s��s II 1 I �!! I --- -- ---
N OF
------------ A
SSMH A 2 II NI: BOUNDARY
------------
--------� �-`------------ __ I •. : .; . . r• +. . . • .. . .+ + , + III A.
i --------------------- ,• . .{ r III I I LOT LINES 8p,\
ROAD CENTERLINE
30' 20' 20' 20' 20' 33'
Fo • 01 l-o o� �° V ` ` obp o 000000�0 0�0 V A V A A 1`9 ` i i I 1� - - -
p I �\ 1\� `V A A ` °o oeo o�O000° 22 0 0 0 ` A AV `I \\ \� \\,�, ^ ' ';i I I RIGHT0 NUMBER Y DAHVIIDOA EBAILEEYY�P.E.
DRAWN BY:
v V
4. BLOCK NUMBER BLOCK 7 DAB/DES
II
BLOC 3 I P vv� v ! II I CLOSE EXISTING EASEMENT
U I ED G C I I �v III I SETBACK
CURB GUTTER & SW
\ � I W. ASHTON DR.
10 - ` 1 \ III I STREET NAME
2,595 1,720 1,720
s 1,720 1,720 / 3,004 °11 ro
IIII II
HANDICAP RAMP
_ v SEWER LINE
I 212 F WATER LINE W II I
W / __-- 16,742 \ ` \ IiI STORM DRAIN LINE
cy) - ��� ° � � �. ° � ° i ° -� � ° P v v Iv II L� PRESSURE IRRIGATION pi-pi-PI
WI I p
GRAVITY IRRIGATION
I f
�24'° l , 2b ° ° o°� o�o \ \ �®®ii it n I O I'�II ®I FLOW ARROW
0
I,II FIRE HYDRANT K O S \ - W py o00 000000 000000 , � \\ i �� I ;III
z 85' ; I I Ln II CATCH BASIN a
� 4 O8 000000 000000000 \ II la
I
STOP SIGN
�441 s s s s s s � b� 00000°000000 \ \ ` I � I w I IIII II ❑
` EXISTING WATER WELL
1 O 000000000000000000 Q IIIII
C o 0 0 0 0 0 0 0 o s \ \ a l III
D-1 r �° ° ° ° ° ° ° \ I i z IIIII FOUND ALUM. CAP Q
r I I r I ° ° ° ° ° ° \ � `' I I III I
ry ` / IIII MONUMENT
c
f, I I r, I l SS�I �-L °I � \� \ � I / I I I � w III I
` ' I lu I FOUND BRASS CAP
I
RR MN v=2sae.ar P P I
Rl,=25,a5a. ' \ �� �� I Z 141 MONUMENT
NV E=2568.25 �
v o I I INFILL LOTS
Nv<-256&25' \ I
N
2 2,761 w w w ` \ IIIII I / III
Q "" ° I �
z 12 ADS 30 7 29 28 27 26 25 75'
m 60' 2,008 1,620 1,620 1,620 1,620 2,006 ` \\ rll I ✓ (`� / I�
�V `� IIII I I � I � I I I I
v� AD BL 0 3 II
II
^ BIORETENTION SOIL MIX SPECIFICATIONS
J G E 20 ` \ . nl i I I I w 60% SAND
O s 9 / 2,690 ` \ ��ui I 1 I I �\� I 20% SANDY LOAM (SILT, SAND, CLAY)
I 20% COMPOST
A==j
20' 20'o° a o 20 20'o° 0 25 0' , \ 111
Z s J a 2 �d 1d Id `\ \ 111 I I I NOTE: BSM HAS INFILTRATION RATE OF
+° IIII m l, 11/ I o I i 5 IN/HR [6 IN/HR RECOMMENDED IN
2 Ao _ q ill I I GEOTECHNICAL REPORT]...BSM ACTS AS
�2 =256195°-2 \ \ ui I i i LIMITING LAYER; INFILTRATION RATE OF
I! I I I 5 IN/HR USED IN DRAINAGE
w o 0 0000 0 0 0 0 0000
III I I I I CALCULATIONS.
< 1 0 a o 0 0 0 0000 0 0 0 000o I o \ N 69, N,
N o 0 0 0 0 --'--
----- z
O n o 0 0 2 4 0 �' o Ill
I` 2,788 I o o ° ° 9,526> ° -_- - 0 IIIII • � �°��� �
I /L Qo
R-257
W \ ` �� III T• 8 R I ��L�I iNv w=2
` III I 0� ' IIII
60' a o 0 00000 0 0 0000 \
\ ~`- PROVIDE METAL
R R R oo t o 0 0 0 0 000 00 00 o III I I�� a
s �- o, o 0 0 00 ° o 0 0 0 000 0 I I III a 81II I EMBANKMENT AND DIVIDER
- III III BERM MATERIAL PER SOILS END SECTION W/
a 2 r z 1 9 W IIIII III I i ii ENGINEER AND COMPACTION TRASH RACK &
R + R o R 10 R°2 ` III III RIP RAP AT PIPED
b 9,270 AASHTO T180).
\ ` ii i I III TO 95% REQUIRED (PER INLETS)
` � ---�-• � W v I III i ii lip _ _
2, 88 m
BUDDING E � FREEBOARD
I _I I
z
0
s III -I
w 3H:1V MAX
I-I
�- I I_
N
ss z _ - - � I II II Q
w31 32 7 � 35 � 36 U E5
2,005
� 0
, , , , ,
cn
---- - - SSMH C-4 w SLOPE 1% MIN
� a co- � ---- W I
Mill
12 < TO BSM LENS w
2,48 1 ° v I IIm ao
--°° - - ►IIII z = _ _ '
J Q --- \ A I II�iilil I III � 12 _ MIN. 3' SEPARATION W d
1 l 1 I III I IIIII cn I I I-I I I-I I I-I - W z
%l 1 1 s 61 - ^ iili 1 I III m -III-_III-_III I FFROM SEASONAL HIGH
r° 1. 1 J ° s° J. 4 , I IIIII -
v ` IIII IIIII _
AIJV� � 10 III I III I
I v
I_ III I
a 1 �II
- --- p N-S6a
s s s s s s -- -- ° IIII III VARIES, EXTEND 12" MIN INTO INFILTRATING GROUNDWATER WAS ENCOUNTERED IN TEST
23 co r 100 u I II EXCAVATIONS - SEE SHEET 3.3 FOR EXPECTED z
1 3 _ ull IIII LAYER WHERE LENS IS SPECIFIED (SHEET 3.3).
2 s f 14�4' . 1 _ I �II I a � I° � ENCOUNTERED HIGH GW ELEVATIONS.
TOELEVATIONSUWITHIN�3' IS
OF THE
9 I I I , I I `I I I I` I I ° ` . I I IIII III I
BACKFILL W/ REJECT SAND -3/4 CRUSHED
3,296 J r - I \ IIu GRAVEL, CLEAN PIT-RUN OR BSM. NEAREST
f 'SSIIAH D�3 ° III BOTTOM OF THE DRAINAGE FACILITY, CONTACT
P I I � I as ° f l I I I ° �° I I I °1 I 1 I I I � I EDGE OF INFILTRATION LENS MUST BE 10+ FT
oa aI °!a map a° oa w l DESIGN ENGINEER IMMEDIATELY FOR REDESIGN.
s a' ir It J° 1 I III / p FROM EDGE OF BUILDING FOUNDATION.
�d3 ° ° . o . 1, 0
604 I III UNTIMELY NOTIFICATION OF THE ENGINEER MAY
1 RESULT IN ADDITIONAL COSTS TO THE � o
46'
' a U I L D N CONTRACTOR TO NOTIFY QUALIFIED G H \ _ I I I I I CONTRACTOR. REFER TO GEOTECHNICAL REPORT
\ I \ I III GEOTECHNICAL ENGINEER AND/OR PROJECT
BY SITE CONSULTING, LLC, DATED JULY 7, 2020.
d3 \ 1
I
4 II I
ENGINEER TO WITNESS POND EXCAVATION.
-� 22 9\ 1� 1
=2' R R 1 lfJ cO
d� a3 INV =2 9,336 - 1 JI I \1 1 IIIII{
TOP OR PIPE IS BL O C 3
NERRA EEANx 5 NV=2566.96' I III I I I X
4,958 R ENouT I
TYPICAL PRIVATE INFILTRATION
vv � VERTIC/ °� II�T_ 6 .RATD RESIDENTIAL IIII \ III o
- ���- _ � � - - ,�� IIIII I / III I BASIN SECTION z
WATER \\\ \ -
-NTS- O
/
\\VA �� 44'
�\\ A S _
rillIlI l'0P
INGRE�D \\ --L_TERAL �\ - - '
EGRESS � ` I I IIII�
,
SEMEN % AI
iR ox0
u -• v' +cR6. - � \ V A iN�rk2wag, , A � A ./ A � ` '� �// � � � ��.
\. J
297 99 136.49
__ _____________________
-----
-------------- ---
A A
REALIGNMENT EASEMENT
-35 _ _ - - � / /_ T, D .W USTICK RD
1 /4
_ _ - - - - - - - - - - - -
2 O
_m
2 p 1
_ .. ss ss ss
30 0 15 30 60
P/L 47'-0„ P/L P/L 18'-0" P/L P/L 24'-0„ P/L
SCALE IN FEET e
IL
-0"5'-0' 16'-6" 16'-6" 5'-0" -0' 9'-0" 9'-0" 12'-0" 12'-0"
1"=30' j
14'-6" 14'-6" /-l' RIBBON CURB VRIBBON CURB [1' RIBBON CURB VRIBBON CURB o
SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% -
4" - 3/4" MINUS 4" - 3/4" MINUS DATE:
CRUSHED GRAVEL CL CONCRETE 6" - 6" MINUS PIT RUN CRUSHED GRAVEL 10" - 6" MINUS PIT RUN 03-04-2025
SIDEWALK (TYP.) 4" - 3/4" MINUS PROJECT:
2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 1„CRUSHED GRAVEL 2 1/2" ASPHALT C2020-018
PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENTHALT PAVEMENT SHEET
47 RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL 2 4' RIGHT-OF-WAY
CURB & GUTTER (TYP.) As PER 18 TYPICAL ACCESS
TYPICAL STREET SECTION PLANS
DRIVE SECTION TYPICAL ACCESS DRIVE SECTION
NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE 2
NOT TO SCALE
Q O U
PRELIMINARY ENGINEERING PROFILES FO = o
� o
SEWER LINE A PROFILE PAW SUBDIVISION ._ Z � Cc
2580 2580 Z
� g
W Z
Rw
W z
W
w
v
00 Y
O W ° o00
N �
�00 m �
N z Ld� N �
W N NONE ? v �
ON V vm
� NnO • L Q + LO
N 2 (ON
OON Q � ON (nH � >
00 CD + � Z O (n (nOfZ
2 'tN —
S pN L N
� F
(nNCN
C� � � ' — 2570 N ��257 in of Z [DI TRU
- --
�- -- - — — — —— — — — - - - -- �TF OF ��P ��
—— — — ——— — — —-
- - --- - 4'//D A.BP\
CHECKED BY:
DAVID A. BAILEY P.E.
DRAWN BY:
DAB/DES
' 153 LF 8" PVC (90.62%
277 LF 8" PVC ®0.39%
(281 LF C C)
2560 2560
2+00 3+00 4+00 5+00 6+00 6+39
SEWER LINE C PROFILE
2580 2580
Z
Z W 00
W 00 N 00
cD
00 00 N 00 00 N 00 N
NN co e I � N 1p
N OO OO C' I� ON N � � � ( r,I- ri McD H
(o
co an `! SSMH C-3
N amnN rnn
0; Lo Lo .. UOOcpN t0040
Q � " `V � �p
+ � z z D + Lo STA:4+03.03 >+ Z Z ) N - - O_ � N _ _ o IM:2569.48
zzz Q >N » > NNFy NN INV IN:2564.45 8"S
NNEZ KZ
INV OUT:2564. 5 8"NW
2570 _ _ - - - _ _ _ _ _--- - - - -- - — 2570
95 LF 8" PVC 00.62% Z
0
(199
' 58 LF 8" VC 00.42% �
116 LF 8" PVC @ 42% (62 LF C—C)
(1 0 LF C—C) o
p w
1 LF 8" PVC ®0.42% N o
( 1 LF C—C) j
w o
z
2560 2560 (/)
2+00 3+00 4+00 5+00 f-I+m2 W
J
L.�
0
SEWER LINE D PROFILEC==
�
2580 2580
Z
— o
Z Z
W0
w 00 IAJ w U>o ^ I . 1
00 00 N 00 00 N c� IJJ
M 00 _ (o
Z
00� � � (o (oo 0 � � 4 N Lq 4 00 C-4 Zo � I O O N
_ p r� H v �I
100 � �p 21- NU
U � cpN NH I NQjin .. pMONH + gyp
p 00 N
2 + L0zZD 2 + Lo 2inNZU 'n � � >
� � � ? Z
> > > � Q � > N ~ � Z Z
NN � Z ZZ V (ninO_ _ _ W
2570 —— — —— 2570
198 LF 8" PVC 0.62%
(202 LF C— ) Z
78 LF 8" PVC =@0.42%
(
82 LF C C)
L.L
L.L
2560 2560 DATE:
2+00 3+00 4+00 5+00 6+00 7+00 7+37 03-04-2025
PROJECT:
C2020-018
SHEET
+� M
v Q p U
= Q O
00 �
ADJACENT PROPTERIES FOR v
PAW SUBDIVISION '— Z ~ _c�
Z
MERIDIAN ADA COUNTY, IDAHO a
2025 = c�
W Z
:oftoc LLI
W Q
W �
Z w
co
Y
Z O coW 000
0Y 0
z LLj
N (n
V V m
I
R9465760550
3496 N TRADEWIND AVE
BILTMORE COMPANY LLC
I C�S\ON L FNG
�G\s rFR�o'y�
D� TRU G`T�
R9465760560 1
B� TRADEWIND LEGEND
BILTMORE COMPANY LLC
I I BOUNDARY of
LOT LINES D A.B
ROAD CENTERLINE - - -
R9465760570 ' RIGHT OF WAY O DAVIIDCHECKED
BAILEY BY:
P.E.
3452 N TRADEWIND AVE LOT NUMBER
BILTMORE COMPANY LLC BLOCK NUMBER BLOCK 7 DRAWN BY:
DAB/DES
I
I EASEMENT
SETBACK
R9465760580 SO435449910 I CURB GUTTER & SW W. ASHTON DR.
3430 N TRADEWIND AVE 3485 N LINDER RD STREET NAME
MOORE, DANIEL G YURKE, MARTIN W I HANDICAP RAMP 8D.—
MOORE, JILL K SEWER LINE S S s
WATER LINE W
STORM DRAIN LINE
PRESSURE IRRIGATION p Pi P
R9465760590 GRAVITY IRRIGATION 'RP 'R"
3408 N TRADEWIND AVE f
FLOW ARROW
MCKAY, MALCOLM K IV
I I FIRE HYDRANT 49
CATCH BASIN
STOP SIGN
`n o `�J ;_J U) EXISTING WATER WELL W
I ozr ��z oozw o��� FOUND ALUM. CAP
�co§E co Q r —<1 �z�z I O
� R9465760600 o cn I— C:)cn a- co 3:cn u o 3 z Q MONUMENT
11LTMORE
820 W CROSSWIND S r 0p m r,o o coop � r-(n o COMPANY LLC Ln o' Ln o'u m o o r-o z FOUND BRASS CAP
cOU� coo Lo�Qp
w It coo=_ vV)co E I MONUMENT
�oo� 0�U Of z � QQ INFILL LOTS
U cq
\ r r m o a Q SO436336052
3610 N LINDER RD
G20 LLC
I
I
R9465760380
W WIND DRIFT ST
BILTMORE COMPANY LLC
R9465760420 I R9465770040
3349 N WHIRLWIND AVE 3364 N WHIRLWIND AVE
J LEVERMAN, ANDREW GLENN ROBINSON-WILLIAMS, 1
PHILIP JAMES
o Z ROBINSON-WILLIAMS,
0 0� JAMIE
I
0
� o
z_
w I R9465770030
o)3:oo� R9465760410 3333 N WHIRLWIND AVE
3323 N WHIRLWIND AVE I
�N� BECKER, KURT W
\ LESLIE, TURNER D
cc LESLIE, KIERSTYN BECKER, JENNIFER L
\ �m I
\
\
\ R9465770020
\ ` / 3310 N WHIRLWIND AVE
\ BEST, BENJAMIN _
BEST, MEGAN
� U I z
J O
F
O� d
U
N
I LJ
0
\ y U OQGv O�QUi
rn ^aZ co � 2� � v
�ZJ O�� �� WLLI
v� d 3� /� Q � ^4, Q� 1� N ap
Z
OOQ 22 J
\ \ La
03QQ /�Q� O�Q
� Z Z
tl
\ \ Zo SO436336111
1450 W USTICK RD
MRS LAND HOLDINGS LLC
_ I e
wm
Wim WE
\ \ I a
I
�\ I o
- - - _ - W. USTICK
W USTICK RD —————— —————————————— ———— 0
CREEK HOME OWNERS ASSOCIATION 1
w .
t~n N w Q=w
ooz w0� Cww • \ S1 201223115
oozes ozzw \ \ .� I 1515 W USTICK RD
o w-i N co�~ o m o z SINDON, WILFRED T
I m o o m z Y �w -0 /I� �S4NDON, EVELYN H
�\ S1202110015
3195 N LINDER FAD
`I m o Ln?c w •� ADA COUNTY - EMS DI TRICT
oo m a_0:: oomwcn
mom 0�ow �z0,� R8557170290
cv= z 0 Q Q 134 N BLUE SPRINGS AVE
°r°a o Q Ln LANIGAN, STEVEN S I \
LANIGAN, MICHELLE C o
z
C) 0 0
610
D�,�
R85571of
70300 F 3120 N BLUE SPRINGS AVE 'GJOHNSON, GARY EVERETT C
70400 FOXFARRELL, MELISSA JUro NGTIME WAY I , DAVID C \ I \
E I TREADWELL, LINDA L
`n Cf)U m \ R8557170310
00
1 I
3090 N BLUE SPRINGS A \ I d
o� \ HAMILTON, LISA L
o= HAMILTON, MARK J �\ o
r7 \ \
60 0 30 60 120 DATE:
03-04-2025
SCALE IN FEET PROJECT:
C2020-018
1"=60' SHEET
Q O E
QN
{ ♦ + O 0)
v N
T
W
■— Z �_
Z
� g
W Z
Rw
Lu
Z w
U) i
Z 0m
W 0 `o
lr_ 0
Z
w
N !n
V m
�c AL FNG
�G\s T'EF y A
pal
'9T Q� �
p F 0
CHECKED BY:
1/4 DAVID A. BAILEY P.E.
Gl DRAWN BY:
`17I 35 36 DAB DES
II
I I I
'II I 00
II i� UNPLATED
S89'31'02"E 344.93' 45.00'
- - _— II
— N89'24'56"W
IL
`^ ON ol
I II
II z o 0 O z p I
Z m I
aII �N I PERMANENT
I I ( m l II I I SLOPE
II J EASEMENT
I II b I
Lo
W. CROSSWIND STto
N
� o
� I
I N I
2 Ap w
Lo
ry / 24D b
Z w Lc)
o
i I J
\ `°
II 3 I I z Ln `0
b III
I II N N
I II 3 II 3
n
Lo
y3 I CD
I I II
I o
w
II o
ui
>
W
= = = -- _ _ - - - - - - - - - - - - - - _ o �— I� z
N
— w w w w w w w
SD SD_f? p o 65.88'
C� NO'15'19"E—Z ,�� 7'
o
o
CREA3't5td z
INGRESS
EGRESS 50_� EASEMENT\ �\ Oo� I
EASEMENT —I_ — 9,
�- - - - -
1 T'l'
-_
!� N 89'14'45"'I o
o °' CREASON LATERAL PERMANENT SLOPE EASEMENT
'n
Lo REALIGNMENT EASEMENT77
in
r
CK
II �' 1/4 35 2253.35' —Buz — — W U390I 00' RD - — —
I II 2 35 36
2 1
II 2643.35' .
II S89'14'45"E o
PARCEL NO. SO435449705
OWNER — BUYRITE LLC
PARCEL NO. SO435449025
OWNER — BUYRITE LLC o
60 0 30 60 120 CURVE TABLE
60 0 30 60 120
CURVE # LENGTH RADIUS DELTA BEARING CHORD
1 "=60'
SCALE FEET c1 73.79' 125.00' 33'49'17" N57'09'35"W 72.72' SCALE IN FEET
1 "=60'
0
DATE:
03-04-2025
PROJECT:
C2020-018
SHEET
2506s ft OPEN SPACE EXHIBIT FORco
= o
g —
ARTERIAL BUFFER PAW SUBDIVISION 6010)
LOCATED IN THE SE 1/4 OF THE SE1/4 OF .= Z � c
SECTION 35 T.4N., R.1W., B.M. Z
MERIDIAN, ADA COUNTY, IDAHO Z
2025 °� a
S89°31 '02"E 344.93' $
�a5 III 5.0 '
� sr"¶°" III = Z o
PI
\ \ \ III ° ff
`v 24 �56 W w
5657s ft 3 `\\\\
W �
('I - iii W
`1 5 N 1 z N $ \\\ \ n I Z
COMMON LANDSCAPE
1,948 3,386 \ \ \ III I
Z W
I M
3 \ \ \ III I W Qw
/,� N CD
% ° %a % �'1— PI PI ddl' PI ° PI PI I PI \\\ \ \ ii I __ U
Z ' W J
O O O ---J ---� L----J z L J L ----J `\ \ III 0
cn z 1 LOCK 1 z 3 7 I v w
0 \ \ I II I
z m 5,657 r'1 `2out) \ III
�
Lf) 1 \ \ \cn 2 3 4 0
mo
—.-;a�' _2-•_--l_e_-2o°C—b—��-_'��
_"�6'.-1,I6I.I-5.8>J°=-•-31°-.--°0-----1-4a-•M--�Y-'- -II•N�-•�1°-�_°°-P-\o_°1 LI o'�1�J—II z4I�I°.'�s,-19�-3°5-J 2°—=8b°-f,--f-1-�I I �I•�I°_—\�_,1\,°-_2 1—�°°--i_°\°°1_-°I 1\��'�-0\,\9 II I\I�I-1`\-�\��-\_\—-1—Q(7;'�r..\-°\J-2II\I\1\_4\LII_\I L a I\I_�\\—1\_\j r•\\°-°J\�3-\°1
I��r`°-II`Il-\I�I\s�\-`s�\��\-\\—P\-1-\\—•\\-a\-\r-I°\-s\�\°-a\\-S�\\\l-\-\\J^\l-°W\_°-\``-\\-\1\\--I\\\�°�\\°�-r\`J\�—R1\m\\\l,\\1\-D I�4 D\III\4-°'\
\IrJ\-ls\o\\—-\\a\-'\1\1\-\2i\°�\-4_°2®\\~°-d'\I_Y S�\•\-\�_—\\--_—\--\—\�-.\f\—_I\•\\`\\\\-\\\-\-\.\-\\\-I 1`--'\`\\\-\�\`—l�\�
IN A\\`\�\\`\\\'®n-I1\\\\A`1Iv\`\\A�III1IIl IIIIIIIiIIiIiIIIuIIIIIIIIII1IIlIII I\\\\`uIIIIIIi1IiIII iIII IIIIII"III Ii\`\roI I
IIIIlIIIIIIIi
IiIII vlIII
IIIII
II
I'I
I I lI l�iiI
II�I..I,IInI1I!:I IiIIIIIIIn"I1IIIIIIIiI!
IiIIIIIIIIIIi
II
l iI II-IIlii III'II
II
IIilI
II
IIIIIIIIII II
OQzz
IIIIII III I I
I I II I III IIII II
I
IN�
I
I' I I "IIiI;iIIIIIIiI1IIIIIIIIIIIII'Ii'IiIiI IiIII iiI lIiIIIIIIIIiIiIIIIIIuuI1IIIIIIIIIIIII'IIIiIIu 1iIIIIII
nI
IIIII
IIIIIIII
IiIII�I
iiI
uIi
\III II\
IiIII�iiII
Ii
III
II
_
14 9 5 s f t
1,781 1,420 2,492 2,492 1,420 1,420 1,420 1,420 1,790 v A`A I
NON QUALIFIED PARKING `
—— —
A LL COMMON ARE A
1
9
6 A
�C
R E S/41.0 9
a
/0
I
�
wo N�oT COMMERCIAL BUFFER 1 F0
I❑ �
\RF
�P�tiQ
a
S�
Lo ° L° °j L°
-------------- ------ 20' '
— -------- 25' 24 20' 20' 20' 20' 25' FO
% s S D A.B
W. CROSSWIND ST W W W W W W W. WS�W CHECKED BY:
I DAVID A. BAILEY P.E.
I DAB/DES
--------—---—-----
----- 3 20' 20' 2 20r— 33' - �
BLO 3 P
UILDI G C
6 5 4 3 O .3
,595 1,720 1,720 1,720 1,720 3,004 0BL
- s � 2 21 IF PLAT LEGENDQ
w 16,742 PROPOSED FIREHYDRANTW
M STREET LIGHT
1 1 4 Id Id � EXISTING CONTOUR
_40' 0' O
0 85' uJ RIGHT-OF-WAY LINE
LOT LINE
441 A LJ RF GRAVITY IRRIGATION LINE
E 0 EXISTING SEWER LINE
� s s PROPOSED SEWER LINE P EXISTING WATER LINE
$
2,71 w w PROPOSED WATER LINE
�
I PI PRESSURE IRRIGATION LINE30 27 26 75'
2,008 STORM DRAIN LINEm 1, , 2,006 ROAD CENTERLINE� BLO 3 j
o BUILDI G E 20 ROLLED CURB GUTTER AND SIDEWALK
( 1, j
3 9 2690 / FPO \ � I EXISTING EDGE OF PAVEMENT
C/O � Q 25' 20' 20 ° 20' 20'❑ 25' NEW EDGE OF PAVEMENT
\
�60
LOT NUMBER
m c 6.500sf LOT AREA
J9526sgft Q BLOCK 7 BLOCK NUMBERS
aDCOMMON LANDSCAPE FLOW ARROWz 'l W il i
2788 : z w z - � I i W. ASHTON DR. STREET NAME2- 810s ft PARKING , 26 II w7906s ft QUALIFIED n
OPEN SPACE ' P' � - SURVEY LEGEND o
"cli Z g r a PI Pi p 1 604sgft Of
w0
01 COMMON LANDSCAPE
W FOUND 5 8" IRON PIN\ FOUND ALUMINUM CAP
2 788 �BUIL NG F oCALCULATED POINT
PROPERTY BOUNDARY LINE
o
Q Z
31 - 33 � 34 Go 36 U
z SECTION LINE
2,005 1,617 1,623 1,623 2,002
LIJ
12 B
7 OPEN SPACE SUMMARYQUALIFIED OPEN SPACE PROJECT SITE 4.77 ACRES
P I NON QUALIFIED OPEN SPACE RED USEABLE OPEN SPACE 0.72 ACRES/15.0%� I REQUI
2
25,759 144' ALL COMMON/OPEN LOTS 1.19 ACRES/24.95%
ARTERIAL BUFFER 50% COUNT ALL OPEN NO BUFFERS 0.65 ACRES/13.6/ 0XXX1 1 604 II ALL BUFFO 0.50 AC TOTALBUILDING H =0.25Ac
4958s ft O \ USEABLE OPEN SPACE 0.90 AC/18.9%COMMON LANDSCAPE 9,336 BLOCK 3
65:88 VERTICAL INTEGRATED RESIDENTIAL
BMW
ELE-2557]' N0 5 19ffE /y vv
7101
to — ———————————————
- r-- _------_—_--- ---------- 1 -- 297.99 136.49_ _ _ A
\ Lc)
O In
4 O � USTICK35 W. US TICK RD. 35 361 4 -
- - - - - - - - -
2
2 1
64335 -
c II
17871 sgft
6683sgft ARTERIAL BUFFER
COMMON LANDSCAPE 0DATE:
03-04—202 5
PROJECT:
C2020-018
L
/'�?N'�
A
FOR
40 0 20 40 80 SHEET
SCALE IN FEET
1"=40' rpP - 6A